Reliability Upgrading of Long Period Component of Strong Ground Accelerograms and their Applications to Large Scale Structures
Reliability Upgrading of Long Period Component of Strong Ground Accelerograms and their Applications to Large Scale Structures
批准号:
59850079
负责人:
TOKI Kenzo
金额:
$4.1万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Developmental Scientific Research
财政年份:
1984
资助国家:
日本
项目状态:
已结题
起止时间:
1984 至 1986
中文摘要
用SMAC加速度计测得的响应谱与其他地震仪测得的响应谱比较,前者在约5秒的周期范围内给出的值大于后者。将品川站记录的SMAC加速度谱与SAMTAC(数字式加速度计)的加速度响应谱进行了比较。在较短的周期范围内,两种谱几乎重合,但SMAC记录的响应谱与SAMTAC记录的响应谱差异较大。为了研究SMAC加速度计在较长周期范围内的记录特性,将SMAC加速度计与其他地震仪和位移仪在振动台上进行了振动。移位和波动在SMAC记录中引起,这些不希望的分量通常具有所谓的1/f谱形状。当一个SMAC由Hachinohe记录驱动时,记录笔在30秒左右的低频分量也有1/f的频谱形状,这是由笔的移动引起的。笔的移动和漂移是由连接摆和记录笔运动的连杆的缺陷和笔与纸之间的摩擦耦合引起的。这支笔用针推,用弹簧线圈拉。然而,当笔与纸之间的摩擦大于弹簧的刚度时,笔就不会被弹簧拉住。因此,笔被留在后面,记录被移动。因此,必须从每个记录中消除记录的漂移。在假设相位不变的情况下,从原始频谱中减去噪声分量的频谱。将所提出的修正方法应用于若干SMAC记录,并与位移型强震仪记录进行了比较。对加速度响应谱进行了比较,得到了满意的结果。
英文摘要
When response spectra determined from SMAC accelerograms are compared with that from other kind of seismographs, the former gives larger value for the period range over about 5 second than the latter. The response spectrum determined from a SMAC accelerogram recorded at Shinagawa is compared with the acceleration response spectrum from SAMTAC which is a digital type accelerograph. While both spcetra almost coincide for the shorter period range, the response spectrum for SMAC record quite differs from that for SAMTAC record.In order to investigate the recording characteristics of longer period range of SMAC accelerograph, a SMAC accelerograph was shaken on a shaking table with other seismometers and displacement meters. The shift and fluctuation are induced in a SMAC record and these undesirable components have commonly so-called 1/f spectral shape.When a SMAC was driven by the Hachinohe record, the recording pen was shifted at 30 second around low frequency component has also 1/f spectral shape and it is caused by the shift of the pen.The shift and drift of the pen is caused by a coupling between a defect of the link connecting the motion of the pendulum and recording pen and a friction between pen and paper. The pen is pushed by needle and pulled by a spring coil. However, when the friction between the pen and paper is greater than the stiffness of the spring, the pen is not pulled by the spring. Consequently the pen is left behind and the record is shifted. Therefore, the drift of record must be removerd from each record. A spectrum of noise component was subtracted from the original spectrum under the assumption that the phase remains unchanged.The proposed correction method was applied to a number fo SMAC records and results were compared with records obtained by strong motion seismometer of displacement type. Comparison was done on the acceleration response spectrum and the result was satisfactory.
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Kenzo TOKI: "RELIABILITY OF LONG PERIOD COMPONENT OF SMAC ACCELEROGRAMS" Proc. of the 7th Japan Earthquake Engineering Symposium. 421-426 (in Japanese) (1986)
Kenzo TOKI:“SMAC 加速图长周期组件的可靠性”Proc。
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通讯作者:
土岐憲三: 第7回日本地震工学シンポジウム論文集. 421-426 (1986)
Kenzo Toki:第七届日本地震工程研讨会论文集 421-426(1986)。
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通讯作者:
土木学会論文報告集. (1986)
日本土木工程师学会会刊(1986 年)。
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昭和61年度土木学会年次学術講演会. (1986)
1986年日本土木学会学术年会(1986)。
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土岐憲三: 京都大学防災研究所年報. 第30号B-2. (1987)
Kenzo Toki:京都大学防灾研究所年度报告第 30 B-2 号(1987 年)。
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共 6 条
A Study on Performance Based Aseismic Design Method of Structure-Foundation System for Level 2 Seismic Input Motion
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批准号:12450184
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$3.46万
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财政年份:2000
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依托单位:
Real-time Disaster Prevention System Taking into Account Information Sharing
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批准号:10558062
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Fundamental Research for the Mitigation of Urban Disasters by Near-Field Earthquakes
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批准号:08248113
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财政年份:1996
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Development of Intelligent Large-Scade Civil Engineering Structures.
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批准号:07405023
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资助金额:$13.76万
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财政年份:1995
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Development of Self Learning Device to Control Seismic Response of Civil Structures
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批准号:06558056
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项目类别:Grant-in-Aid for Scientific Research (A)
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财政年份:1994
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Extraction of ground structure for seismic zoning using inverse analysis
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财政年份:1993
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负责人:TOKI Kenzo
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依托单位:
Strong Motion and Seismic Risk of Large Urban Regions
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批准号:05044093
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项目类别:Grant-in-Aid for international Scientific Research
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资助金额:$3.52万
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财政年份:1993
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负责人:TOKI Kenzo
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依托单位:
Development of Hybrid Experimental Technique for Seismic Control of Civil Structures
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批准号:03555102
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项目类别:Grant-in-Aid for Developmental Scientific Research (B)
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资助金额:$4.61万
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财政年份:1991
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依托单位:
Active and Passive Control of Seismic Response for Structures
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批准号:02650324
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.28万
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财政年份:1990
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负责人:TOKI Kenzo
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依托单位:
Estimation of Ultimate Safety for Soil-structure Interaction System and its Application to Aseismic Design
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批准号:01302039
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项目类别:Grant-in-Aid for Co-operative Research (A)
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资助金额:$3.07万
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财政年份:1989
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负责人:TOKI Kenzo
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依托单位:
Active Control of Large Scale Structure Systems under Earthquake Excitations
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批准号:62550335
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资助金额:$1.34万
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财政年份:1987
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依托单位:
HYBRID EXPERIMENT ON NONLINEAR EARTHQUAKE-INDUCED SOIL-STRUCTURE INTERACTION
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批准号:62850085
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资助金额:$4.8万
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财政年份:1987
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依托单位:
Optimum Distribution of Ultimate Strength of Civil Engineering Structures in Earthquake Resistant Design
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批准号:61302055
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资助金额:$2.56万
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Dynamic Behaviour and Identification of Non-Uniform Ground Using the Array Observation Records
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批准号:60550323
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海外基金